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S00°50'53"W 1320.44WETLAND A63,656 SFWETLAND D110,900 SFWETLAND F16,078 SFBLOCK 6BLOCK 5BLOCK 5BLOCK 7BLOCK 5OUTLOTD(42,299 SF)OUTLOTC(113,813 SF)OUTLOTC(113,813 SF)BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.64BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.54EOF10'EOFWETLAND D4 2806 SFEOF6.10%6.61%3.81%7.35%6.74%4.98%4.92%3.60%4.34%7.16%5.32%5.35%5.08%2.64%4.60%4.74%4.91%3.93%4.60%5.90%4.744" PERFORATEDPVC DRAIN TILE,TYP.CB73CBMH72CBMH71FES70FES60FES61FES63FES62FES50CBMH51CB52SAN. WYE STA=0+22.5SAN. WYE IE=901.61 (4'R.)SAN. STUB IE=907.01CURB STOP ELEV.=917.6014+0015+0016+0017+009+8510+00 11+00 12+00 13+0014+0014+93HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0015+47FENWAY COURT NORTHEXISTING GRADEPROPOSED GRADE0.47%-0.66%1.74%VPI STA = 10+35.00VPI ELEV = 917.59VPI STA = 12+30.00VPI ELEV = 918.50VPI STA = 13+70.00VPI ELEV = 917.57 <br />VPI STA = 14+47.00 <br />VPI ELEV = 918.91 <br />S89°29'46"W 1319.69LIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONBL <br />O <br />C <br />K <br /> <br /> <br />3BLOCK 6BLOCK 4OUTLOTC(113 <br />,813 <br /> SF <br />)BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.64EOFEOF10'10'2.79%2.58%3.13%3.03%3.34%8.70%4.92%3.05% <br />4.87% <br />4.45% <br />10. <br />8 <br />4 <br />% <br />4. <br />5 <br />9%3.74%4.38% <br />3.88% <br />6.29% <br />5.63% <br />5.39 <br />%CBMH32CBMH33CBMH34CBMH35SAN. WYE STA=0+22.5SAN. WYE IE=901.61 (4'R.)SAN. STUB IE=907.01CURB STOP ELEV.=917.6018+00 <br />19+00 <br />20+ <br />0 <br />0 <br />21+00 21+65 <br />10+00 <br />11+00 <br />12+0013+0014+0014+18HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0015+02FERRA AVENUE NORTHEXISTING GRADEPROPOSED GRADE-7.80%-2.00%0.66%-0.66%VPI STA = 10+00.00 <br />VPI ELEV = 917.20VPI STA = 10+10.00 <br />VPI ELEV = 916.42 <br />VPI STA = 12+25.24 <br />VPI ELEV = 917.85 <br />VPI STA = 13+65.24 <br />VPI ELEV = 916.92 <br />VPI STA = 13+88.47 <br />VPI ELEV = 916.45 <br />Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT <br />ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP <br />R <br />E <br />L <br />I <br />M <br />I <br />N <br />A <br />R <br />Y <br />: <br />N <br />O <br />T <br /> <br />F <br />O <br />R <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo <br />Hugo, MN <br />11460 Robinson Dr. NW, Minneapolis, MN 55433 <br />Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC5.5STREET AND STORMSEWER PLAN ANDPROFILE. .. .. .. .. .. .01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR01" = 50'-0"50'-0"25'-0"N